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au.\*:("SHERIF MA")

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CYCLIC STRESS-STRAIN CHARACTERISTICS OF CLAY BY THIERS.G.R., SEED.H.B., DISCUSSION.SHERIF MA.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(5), VOL. 95Miscellaneous

SOIL PARAMETERS FOR DESIGN OF MT. BAKER RIDGE TUNNEL IN SEATTLESHERIF MA; STRAZER RJ.1973; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 111-122; BIBL. 4 REF.Serial Issue

UNITED STATES MICROZONATION PROCEDURESBOSTROM RC; SHERIF MA.sdIN: INT. CONF. MICROZONATION SAFER CONSTR., RES. APPL. SEATTLE, WASH, U.S.A., 1972. PROC.,; S.L.; DA. S.D.; VOL. 1; PP. 183-210; BIBL. 3P.1/2Conference Paper

DYNAMIC SHEAR MODULI FOR DRY SANDS.SHERIF MA; ISHIBASHI I.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 11; PP. 1171-1184; BIBL. 17 REF.; 14 ILL.Article

SOIL LIQUEFACTION BY TORSIONAL SIMPLE SHEAR DEVICE.ISHIBASHI I; SHERIF MA.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 8; PP. 871-888; BIBL. 4 REF.Article

THE SOIL COVER OF THE OCEAN FLOOR.BOSTROM RC; SHERIF MA.sdIN: INT. SYMP. ENG. PROP. SEA-FLOOR SOILS AND GEOPHYS. IDENTIFICATION SEATTLE, WASH., U.S.A., 1971. PROC..; , P. 140 A 155Miscellaneous

A MICROSEISMIC ZONING TECHNIQUE EMPLOYING A BASE STATION.BOSTROM RC; SHERIF MA.1970; 1. CONGR. INT. ASSOC. INT. GEOL. ING., PARIS SEPT. 1970.; 1970, VOL. 2, P. 1334 A 1341Miscellaneous

DISPOSAL OF WASTE MATERIAL IN TECTONIC SINKS.BOSTROM RC; SHERIF MA.1970; NATURE-G.B.; 1970(10), VOL. 228, NUM. 5267, P. 154 A 156Miscellaneous

ZONATION AND MICROZONATION = ZONAGE ET MICROZONAGEGAUS MP; SHERIF MA.sdIN: INT. CONF. MICROZONATION SAFER CONSTR., RES. APPL. SEATTLE, WASH., U.S.A., 1972. PROC.,; S.L.; DA. S.D.; VOL. 1; PP. 3-11Conference Paper

DISPOSAL OF WASTE MATERIAL IN TECTONIC SINKS.BOSTROM RC; SHERIF MA.1970; NATURE-G.B.; 1970(10), VOL. 228, NUM. 5267, P. 154 A 156Miscellaneous

COMPARISON BETWEEN THE MAXIMUM DEVIATOR STRESS AND EFFECTIVE STRESS RATIO FAILURE CRITERIA FOR SOILS IN STRESS AND STRAIN-CONTROLLED TRIAXIAL TESTS.SHERIF MA; WU MJ.sdIN: ENG. GEOL. SOILS ENG. 12TH ANNU. SYMP. PROC.; BOISE, IDAHO; 1974; S.L.; , P. 37Miscellaneous

NEGATIVE STRENGTH REGIONS IN OFFSHORE CONSTRUCTION.BOSTROM RC; SHERIF MA.1974; IN: INT. ASSOC. ENG. GEOL. PROC. 2ND INT. CONGR.; SAO PAULO; 1974; SAO PAULO ASSOC. BRAS. GEOL. ENG.,1974, VOL. 1, P. 1 A 10Miscellaneous

VARIATION IN SOIL PROPERTIES DURING DYNAMIC LOADING.SHERIF MA; WU MJ.1974; IN: PROC. 5TH. WORLD CONF. EARTHQUAKE ENG.; ROME; 1974; ROME EDIGRAF; 1974, VOL. 2, P. 1536 A 1539Miscellaneous

A MICROSEISMIC ZONING TECHNIQUE EMPLOYING A BASE STATION.BOSTROM RC; SHERIF MA.1970; 1. CONGR. INT. ASSOC. INT. GEOL. ING., PARIS SEPT. 1970.; 1970, VOL. 2, P. 1334 A 1341Miscellaneous

DETERGENTS AS FEASIBLE NEMATODE DISINFECTANTS FOR LIMITED USE IN NURSERIES AND GARDENSBADRA T; EL SHERIF MA.1979; NEMATOL. MEDITERR.; ITA; DA. 1979; VOL. 7; NO 2; PP. 187-190; BIBL. 7 REF.; 1 ILL.; SHORT COMMUNICATIONArticle

NOUVELLE METHODE DE DETERMINATION DU POTENTIEL D'UN VOLUME DE PLASMAVOLKOVA LM; DEVYATOV AM; SHERIF MA et al.1977; FIZ. PLAZMY; S.S.S.R.; DA. 1977; VOL. 3; NO 5; PP. 1156-1159; BIBL. 8 REF.Article

UEBER DIE POLYPHENOLOXYDASE BEI GESUNDEN SOWIE VON ROTYLENCHULUS RENIFORMIS LIN. ET OL. UND MELOIDOGYNE INCOGNITA CHIT. (NEMATODA) BEFALLENEN TOMATEN = LA POLYPHENOL OXYDASE DANS LES TOMATES SAINES OU INFECTEES PAR R. RE LIN. ET OL. ET PAR M. I. CHIT. (N.)EL SHERIF MA; BELAL MH; BADRA T et al.1980; ANZ. SCHAEDLINGSKD. PFLANZENSCHUTZ UMWELTSCHUTZ; DEU; DA. 1980; VOL. 53; NO 1; PP. 10-13; ABS. ENG; BIBL. 21 REF.Article

EARTH PRESSURE AGAINST RIGID RETAINING WALLS = PRESSION DES TERRES CONTRE DES MURS DE SOUTENEMENT RIGIDESSHERIF MA; ISHIBASHI I; CHONG DO LEE et al.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 5; PP. 679-695; BIBL. 23 REF.Article

PORE-PRESSURE PREDICTION DURING EARTHQUAKE LOADINGSSHERIF MA; ISHIBASHI I; TSUCHIYA C et al.1978; SOILS FOUND.; JPN; DA. 1978; VOL. 18; NO 4; PP. 19-30; BIBL. 10 REF.; 13 ILL.Article

DAMPING RATIO FOR DRY SANDS.SHERIF MA; ISHIBASHI I; GADDAH AH et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 7; PP. 743-756; BIBL. 19 REF.; 11 ILL.Article

DYNAMIC PROPERTIES OF A MARINE SEDIMENT.SHERIF MA; ISHIBASHI I; LING SC et al.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 2; PP. 387-391; BIBL. 6 REF.; 10 ILL.Conference Paper

SATURATION EFFECTS ON INITIAL SOIL LIQUEFACTION.SHERIF MA; ISHIBASHI I; TSUCHIYA C et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 8; PP. 914-917; BIBL. 4 REF.; 4 ILL.Article

DEFORMATION OF EARTH'S LITHOSPHERE WITH REFERENCE TO TIDAL COUPLES.BOSTROM RC; SHERIF MA; STOCKMAN RH et al.1974; A.A.P.G. MEM.; U.S.A.; DA. 1974; VOL. 23; PP. 463-485; BIBL. 2 P.Article

MICROZONATION IN RELATION TO ENGINEERING SOIL PROPERTIES.SHERIF MA; ISHIBASHI I; BOSTROM RC et al.1974; IN: INT. ASSOC. ENG. GEOL. PROC. 2ND INT. CONGR.; SAO PAULO; 1974; SAO PAULO ASSOC. BRAS. GEOL. ENG.,1974, VOL. 1, P. 1 A 11Miscellaneous

PORE-PRESSURE RISE MECHANISM AND SOIL LIQUEFACTION.ISHIBASHI I; SHERIF MA; TSUCHIYA C et al.1977; SOILS FOUND.; JAP.; DA. 1977; VOL. 17; NO 2; PP. 17-27; BIBL. 14 REF.; 14 ILL.Article

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